复合材料科学与工程DOI:10.19936/j.cnki.2096-8000.20230328.006桥梁隔离式复合材料防船撞管桩受弯性能试验与设计高世阳,方海*,葛益玮,梁勇强(南京工业大学土木工程学院,南京211816)摘要:纤维增强复合材料具有轻质高强、可设计性强、耐候性好等特性,可用于桥梁防船撞领域。本文针对纤维增强复合材料缠绕管桩进行了桥梁隔离式防撞系统的研究。对纤维增强复合材料缠绕管桩构件开展了抗弯试验,对比分析了不同纤维缠绕角度和管壁厚度对管桩受弯破坏模式及其力-位移曲线的影响。基于弯曲试验结果,计算了缠绕管桩的弹性模量,根据理论计算设计出悬臂桩和支撑桩两种受力形式的单根防撞管桩,继而给出了排架式管桩防撞系统的设计建议。关键词:纤维增强复合材料;缠绕管桩;桥梁防撞;弯曲试验;理论计算中图分类号:TB332文献标识码:A文章编号:2096-8000(2023)03-0039-06Testanddesignofflexuralbehaviorofbridgeisolationcompositeanti-shipcollisionpipepileGAOShiyang,FANGHai*,GEYiwei,LIANGYongqiang(CollegeofCivilEngineering,NanjingTechUniversity,Nanjing211816,China)Abstract:Fiberreinforcedcompositeshavethecharacteristicsoflightweight,highstrength,gooddesignability,goodcorrosionresistance,andcanbeusedinthefieldofbridgeanti-collision.Inthispaper,theisolatedanti-col-lisionsystemofbridgewasstudiedforthefiberreinforcedcompositewindingpipepile.Bendingtestswerecarriedoutonfiberreinforcedcompositewindingpipepiles,andthefailuremodesandforce-displacementcurvesofthewindingpilesunderdifferentwindinganglesandthicknesseswerecomparedandanalyzed.Theelasticmodulusofthewindingpipepilewascalculatedaccordingtothetestresults,andaccordingtothetheoreticalcalculation,asin-gleanti-collisionpipepilewithcantileverpileandsupportpileisdesigned,andthensomedesignsuggestionsforanti-collisionsystemofthebentpipepilewereprovided.Keywords:fiberreinforcedcomposite;windingpipepile;bridgeanti-collision;bendingtest;theoreticala-nalysis收稿日期:2022-02-14基金项目:国家自然科学基金项目(52078248);江苏省杰出青年基金项目(BK20190034);湖南省交通运输厅科技项目(201916)作者简介:高世阳(2000—),男,学士,主要从事桥梁工程方面的研究。通讯作者:方海(1981—),...